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Analytical interpretation of geodetic height measurements describing displacement of the building foundation to remain as a homogenous rigid body

Grabowski R.

Reports on Geodesy

2005

z. 3/74

219-226

The paper concerns the analytical describing of vertical displacement of engineering constructions on the basis leveling measurement bunch marks.The paper considers keeping up the building foundation as a uniform rigid body in variants; lack subsidence, steady and irregular subsidence. Also presented is manner investigation that the whole foundation after subsidence is a homogenous rigid body. In the paper an example is given which illustrates theoretical consideration.

Analysis of GPS measurement campaigns in Tatra Mountains

Czarnecki K., Mojzes M., Papco J.

Reports on Geodesy

2002

z. 1/61

73-76

The latest geodynamical measurements in Krsko Valley

Vodopivec F., Kogoj D.

Reports on Geodesy

2001

z. 2/57

43-49

On the basis of triangular measurements done in 1954 and GPS measurements done in 1994 the neotectonic shifts along Orliśki fault were determinated. These measurements were used by Gelogogists who have determined the stabile points for the future measurements. Measurement points have been stabilised on the new way. Ali directions and distances in the net have been determined. Up to now three measuremts were completed. On the basis of the adjustmet the new coordinates have been obtained and by those the shifts along the Orliśki fault have been determined. The GPS geodynamic net was also stabilised and observed. This net covers the whole environment of the Krsko valley. Unfortunatelly, only the zero measurement was observed so far.